Share:

SR 836 EB over NW 11th Street

Map 

Coordinates:
+25.78306, -80.23306
25°46'59" N, 80°13'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 836 EB over NW 11th Street
Structure number:870966
Location:0.5 mi. E of SR 9 (NW 27)
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:203.1 ft. [61.9 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:88.9 ft. [27.1 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:60°
Owner:State Toll Authority [31]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:68,750 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:75.5 tons [68.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201592.6Functionally obsoleteVery GoodVery GoodVery Good68750
July 201392.6Functionally obsoleteVery GoodExcellentExcellent68750
November 201196.8Not deficientVery GoodExcellentExcellent68750
December 200994.8Not deficientVery GoodExcellentExcellent68750
August 200894.7Not deficientVery GoodExcellentExcellent69750
August 200695.1Not deficientVery GoodExcellentExcellent62500
August 200495.1Not deficientVery GoodExcellentExcellent62500
August 200274.4Not applicableVery GoodExcellentExcellent77000